Building Structure Design of The Sunan Hotel 7 (seven) Floors and 1 (one) Basement Using Intermediate Moment Resisting Frame (IMRF) in Surakarta

Rizal Riyanansyah, Muhammad Bagus and , Budi Setiawan,S.T.,M.T. (2017) Building Structure Design of The Sunan Hotel 7 (seven) Floors and 1 (one) Basement Using Intermediate Moment Resisting Frame (IMRF) in Surakarta. Diploma thesis, Universitas Muhammadiyah Surakarta.

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Abstract

Surakarta city located on the southern island of Java, Central Java Province, Indonesia. Surakarta city become tourist attraction for foreign and national to visit. These conditions will grow especially on the perspective of business. Infrastructure needs in the city of Surakarta will increase the coming of the tourists or people who have a purpose in coming different. The supporting infrastructure like as the construction site hotel. Therefore it, would planned building structure design of The Sunan hotel 7 (seven) floors and 1 (one) basement using intermediate moment resisting frame (IMRF) in Surakarta.Which should be considered in the planning of the building structure including safety aspects, architectural and economic. Planning the hotels building refers to the regulation standards (SNI) version that has been published, namely SNI-1726:2012 (Tata Cara Perencanaan Ketahanan Gempa Untuk Struktur Gedung dan Non-Gedung) and SNI 2847:2013 (Persyaratan Beton Struktural Untuk Bangunan Gedung). The building plan includes a main structure (the structure of columns, beams, and under the structure) and the steel roof structure and a slab structure (slab floors, staircases and basement). The location of the building in the city of Solo and the ground site including SD classification (ground medium), then the SDS and SD1 values obtained are 0,599g and 0,370g. For planning of earthquake loads on the building needs sway intermediate (SI), used primacy building factor 1 (for building hotel are included in category II), response modification factor (R) equal to 5, the method of analysis earthquake load using the static equivalent. Quality of concrete used f'c 25 MPa, and the quality of reinforcement use fy 390 MPa and for shear reinforcement use fy 240 MPa. Dimensional beam structure planned 500/700 mm for the 1st to 4th floors, and 450/600 mm for the 5th floor to the roof. As for the column is planned with the dimensions 750/850 mm to all the floors. Under the structure of pile foundation planned diameter to use 400 mm with a depth total is 18 m, and dimensions of pile cap first type is 1500x1500x750 mm for pile foundation 5 piles, the second type is 3200x3200x750 mm for pile foundation 9 piles and the third type is 3200x2100x750 mm for pile foundation 9 piles. Sloof planned dimension 350/700 mm.

Item Type: Thesis (Diploma)
Uncontrolled Keywords: building structure, intermediate moment resisting frame, planning.
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Fakultas Teknik > Teknik Sipil
Depositing User: M BAGUS RIZAL RIYANANSYAH
Date Deposited: 12 Oct 2017 01:28
Last Modified: 12 Oct 2017 01:28
URI: http://eprints.ums.ac.id/id/eprint/56244

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